Research on the limit of longitudinal horizontal stiffness of continuous beam bridge piers in mountain railway considering movable bearing friction force

XU Hao; XIE Kaize; ZHOU Shuangxi; ZHANG Haodong

doi:10.11860/j.issn.1673-0291.20230032

Home>Articles>Research on the limit of longitudinal horizontal stiffness of continuous beam bridge piers in mountain railway considering movable bearing friction force

DOI: 10.11860/j.issn.1673-0291.20230032

Research on the limit of longitudinal horizontal stiffness of continuous beam bridge piers in mountain railway considering movable bearing friction force

XU Hao

XIE Kaize

ZHOU Shuangxi

ZHANG Haodong

Keywords：continuous welded railmovable bearing friction forcecontinuous beam bridgerail longitudinal forcepier longitudinal horizontal stiffness

Publication Date：2023-12-28

Online Publishing Date：2025-08-15(First online date of this platform, not the publication date of the document)

Pages：9( 138-146 )

Journal of Beijing Jiaotong University

ISTICPKUCSCD

ISSN：1673-0291

Year, Vol.(Issue)：2023,47(6)